Experimental and Analytical Models of Laterally Loaded Rigid Monopiles with Hardening p–y Curves

Abstract

Short rigid large-diameter monopiles have been widely used for offshore wind turbines. The rotation of the piles is strictly controlled to render safe operation of the wind turbines. Consequently, the determination of the bearing capacity within an allowable angular rotation of the monopiles is an important issue. In this study, six lateral loading tests (at 1 g) were conducted on a rigid model pile in low liquid limit silt (ML) soil (with two relative densities). The tests reveal a rotational center at a depth of